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Generally in Accordance OPW12-0095.01 Approved Plans.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS __________________________________
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
CONTRACTOR TO NOTIFY SUPERINTENDENT
IF WORKS TO EXISTING KERB & PAVEMENT
IS REQUIRED TO ENSURE ADEQUATE & FREE
DRAINING CONNECTION TO EXISTING ROAD
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL.
ESA‘s 4.0x10* - ACCESS PLACE
NOMINAL PAVEMENT
CH 0.000 TO CH 114.506
30mm AC SURFACING (DG10)
Imm AGGREGATE PRIMER SEAL
125mm TYPE 2.2 TOP COURSE (CBR 60)
125mm TYPE 2.3 BASE COURSE (CBR 45)
300mm TYPE 2.5 SUB-BASE
es 4
REPLACEMENT (CBR 15) ° & = m 8
; -
REFER INTERSECTION DETAILS & 2 2 # 3
FOR LIP OF KERB LEVELS ON s TS
DWG No. M1717E5 R03 <<
L, 2
iB es |q s a
IN ~ | 4 & a
la 4 a
ta
fa
S
HORIZ. CURVE DATA RE 16 Pr 14.85m RBs
V.C.LENGTH (m) BOC
RADIUS OF CURVATURE 272
TANGENT GRADE (2%) 2.212 % loses -0,502|% -0.117 %
DISTANCE IP-IP 2.889 m 4. 6\n 963\ 2.044 m
DATUM R.L.-8.0
LHS LIP OF : é
KERB LEVELS
RHS LIP OF wfolol= wolefen
SME S888} MK IBISIBRK
KERB LEVELS al al al ual i] ea] on
CUT (-ve] 8) 8] S/R/SIE/S/8|Z/g/S/ala] 8
FILL 9 S| slelaialsisisslslsie]
PAVEMENT LEVELS x we} clalelmlolelmlales/ale| «
z S|} S/S/SISIS/RIBIRIS/4/8| 8
ALONG CONTROLLINE s me} mf enyeniten fen) om ten] mn) en fea fen) oo
SURFACE LEVELS s| | elelgisislalelalselal s
ALONG CONTROLLINE | [S| | 3] e8|emfoa]rs[erifea [mle |a] em |
PEGGED CHAINAGE 2 3 2/3|2/3\s|5|S|g/g/s|8 2
3 ; s
ALONG CONTROLLINE s | s/Ss{sisislsisjeleje/s| =
LONGITUDINAL SECTION - SWALLOW STREET
= JFOP
URBANCONSULTANTS
6.700 5.200
VARIES VARIES
0.600 2.600 |, 2.600
3.0% IK 3.0%
REFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL 'C*
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
REFER DETAIL ‘B’
ON M1717E5 ROO
SCALE 1: 100
6.100 VARIES
*
0.600 2.600 VARIES
*
Lk 9, '%
aay rh 3.0% _|_3,0%
—————a
—{o-}
REFER DETAIL ww REFER DETAIL vo
ON M1717E5 RO9 ON MI717E5 ROO
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
SCALE 1: 100
VARIES
*
2.600 | VARIES
*
3.0%
a
3.0% ha.
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL ‘C’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 48.857 - CH. 75.766
SCALE 1: 100
REFER DETAIL 'B’
ON M1717E5 R09
5.100 5.200
0.600 2.600 |) 2.600
ve 3.0% 3.0% 3.0%
REFER DETAIL ‘D’
ON M1717E5 ROS
LINE
REFER DETAIL 'B’
ON M1717E5 RO9
TYPICAL CROSS SECTION
CH. 78.447 - CH. 114.506
SCALE 1: 100
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:10
1,2 3 4 ~=5 (At) 1:100 10
—————
Al o 10 20 30 40 50 (A1) 1:1000 100
0 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
ROADWORKS LONGITUDINAL SECTIONS
SWALLOW STREET
NOOSA DOMAIN PTY. LTD.
REFER DETAIL 2
ON M1717E5 ROO
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 8.872 - CH. 9.000
SCALE 1: 100
2.600 || 2.600
ob
x Ke
CENTRE
LINE
EFER DETAIL ‘E’
ON M1717E5 ROO
REFER DETAIL 'C’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH, 24.894 - CH. 48.857
SCALE 1: 100
VARIES VARIES
*
0.600 2.600 | VARIES
*
ibe
3.0% 3.0% | 3.0% aoe
REFER DETAIL 'D’
ON M1717E5 ROO
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 75.766 - CH. 78.447
SCALE 1: 100
4h
EFER DETAIL ‘E’
ON M1717E5 ROO
5) DIAL BEFORE |
ey YOU DIG
www.1100,com.au
The Essential First Step
DEW ATSS
M1717E5 RO4 A
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© DOLL? URBAN CONSULTANTS PTV UTD TSO
TT MAYNOT
ED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
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